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HomeMy WebLinkAboutNCC240430_Site Plan or Location Map_20240215 R �r" CONSTRUCTION SCHEDULE I \ \ v _� �� // 1,4 # I.obmm all necessary permits and plan approvals.Erosion and Sediment control(Effisc>permit and a Certificate or covgSge \ \ S/y (CAC)moat be obmined before any land disturbing activitlea wcm.Acopy o[tire E&SC permit the CAC and aM1ard copy iWB� I \ \ ` P A gig/ ®� T•� plan must be kept on site,preferably in a permits box,and accessible during inspection. \\ 1 I k , , \ \ \ _ �\ �j / / / S/y • 2 Install gravel construction entrances first,then all fences,reinforced silt fence \ 1 ���/ /��/�//� / 11114.11111411--I 9tifkr 40a _ outlets and wattles. .\ I I \ \ \\ \� /// / /_ ��— At"''' 3.Finish clearing and grabbing any necessary areas on the lots m they are atoned. \ \ �— al o 4.Begin lot and wing end excavation ad... \ // �, �� $ S.Begin or continue grading and cotionacdvitiea. \\ \` \ , it / / // �� /� S.Inman dall riveway8m ails ad house censwction. / —\T.ItMtall driveways walkx and patios. \ / / / /8.Begin fne grading of la areas/ 1, SITE �, 9.Final grassing,mulchingendambilizingof lotInmostcases thiswill involvethe ivamllatiwof sod on Welot.Theailtfrnc "\\\ � \ 1 \ 1 / �( ( ---- / / / �\ r �1 rem nplacewrilthe lot iasoad�or8rassin8isnabili.1i52keahold (14 1 IO.Thec'ntn wrshall conduct self-inspeceorasoftheerasion and sedimrnmtioncontrolmeamueaand wmpine the rollowmg �. 1 � /Vir4;‘ �/ �, combined self-inspection forth found w the DEMLRwebeite _\ \\\ \\ \\ \ \ I I — --/ / _ 'a/� hnps(Assydegnegov/about/divisions/energy-minerahand-land-resources/stomrwater/stomwarer-progrmn/nptles-cons.cnon-program." \ ` \_ I / / / �—_ Twelve months of complete inspection forms shall be kept on am and available for inspection m all timea.It is recommrndede ''] \\Y \ `\ / / / copy be kept in a ism.box.ReEGS.113A-54.Ithrough G.S.113A-SJ Sections ISA NCAC 04A.0101 through ISA -\ -_-_-_-_-_ \ / ^:` may NCACpectios GmosionadsNCeMatio0NPDES farcomwcdon Activities. \�_t� \ 1 , I I I � / / / / ®414 `` II. • Self-inspections for erosion anasWi gez2 rtn control measures anew performed at laser ones every seven T wit \d •� rIII ....)..r esgne. measuressaemananeasspeceneconsconeasonspan. rangaugesa ins 1project Inspe o dtefinal for unitoceleaers When the projeq is eomplge,Uepermiaae sM1efleonmel DEMLRm gone out E&SCPlan After DEMLR informs the permutes of Nil project close out,via inspection report,the permitter shall visit"dy.negov/SCA01"to submit an electronic Notice°Germination(e-NDT).A Yla0 annual general permit fee will be charged \ \\�.�'��_I I I I I 14pdai /ri' �� \ / / / / /'p wdl the a-NOT has ban pled out ` { 0 / 401 � 1 �1�II I IGROUND STABILIZATION \ _ LVICINITY MAP1 SITE AREA STABILIZATIONEXCEPTIONS \ I ' ittp4 \ ' iath4611 �� � , N.T.S. DESCRIPTION TIME FRAME \ .\. .\yPA' / PERIMETER DIKES, 7 DAYS NONE 1 SWALES, DITCHES \ / •� HIGH SLOPES I QUALTY 7 DAYS NONE -\\\\\�� \ �� \ 41111 n •id:- Read \ / / WATER ZONES \ \- \ -�\\N\ . Help ��� / /j HQW) / SLOPES STEEPER 7 DAYS IF SLOPES ARE \ r., � \ �I ' ../ / � A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10 OR LESS IN _'-._�' \\ \\ (�j^ • • ._/ NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \ \ 1 1 q� / .N Ate)._� COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER \..1 / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 i 0 , \ � EROSION AND DAYS ARE I ' _ \ / SEDIMENTATION CONTROL PLAN ,..D IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 1 '\ '\• \ }' `gam �� / �B '' NCAC 046.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY Cv �• , ,• \\ NDS� INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / • '• \\\ / ..� APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / •G' 1111111111111111 ____ _ ---.:--...._. •... ....... ........- DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN / \ / `I/ 01) .WT PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH - ^� •� •L \ \ ` \ . � CONTROL PLAN." / �� / '\ 'O \2 \ ALL OTHER AREAS 14 DAYS NONE(EXCEPT r. 1.��/,/// e �0,- \ / _... r....�— WITH SLOPES FOR PERIMETERS !/9 / \ \ 4 \ %,,,,,, [P /.'.) \ . E)tANg ..FLATTER THAN 4:1 AND HQW ZONES) I Il�., / / \ 1 13� \ �,,,!,y • • • Ii,- IIII ( i1I3 % �� 36i \ � � . / / •• _ DATE: PAGE: a 4 73-4 I I // .. Set Sock/wattle Silt Sock/Wattle N / / ///// / I / / / . \HI% I 5' 'ILITV_ASEME I II I I . �I / FIITURE/ \-- - -4 ba LD �l M nn �' ' 1 / .: _ 1 DEV LOPM�NT a u„ Mtearnr / �O Stakes IAna SS ]1iMilltarillill 1 1 1 w UB �/ n wmpeat I _ -` 12 Mn 2 2 I l /ii IN 6— 'I Stakes 1 1 I�' I I I \ _ 1 / /and a minimum 010 feet.yond the toe of a =or ay SECT ON SECT ON no Ss So lAratS(locagteotl»w I I j ICONS•rC •N -S — 1(/,\Ps areas land disturbance.T.ends of the silt ( E N� EN: C. _ /3/ III/ \ \ ... / I / �0 RO s^^Hh I ();up s one the ens otme I turned slightly upslope to 3s'UTILI --MRIT —�; / IL—� -. Ile/ \ \ it I Y '\ \\ \ 1 / A.Me+. sat / \.\ 1 1n s ��. \ a -1� W , Oak or other durable hardwood stakes with a 2 inch x 2 inch cross section should vertically plumb,through the be socklwattle.Stases soda te placed at a 4 / / maximum interval of 4 feet or a maximum interval \ 1 u m e / 1 / .>. or Corn a g na a M n of 8 feet it the'n n a 4 Inch \ \ 1�, \ \ \1 CO "TRUC I CO T' •'QN 11 I / / I I/ Wood Mulch of log r. \ \heaaYm \ I,r .�. 1: \ n//2r�jlr �%/ �—'— aUld ks/we.are used on ISOMETRIC VIEW ..�,,..,moo.as.m...�.,.eo..o,,.m.,,w....,.w,,. aaw.,,anlawhama°m place Sting behind Alins. \ \ \ \ / 'red. '` •A T r� �2° _ \184`- //// '�/�_� • urvTRErvcHED INSTALLATION concretea \ 1 \ \\ ff�� ! \�,_ @a 13Z� / ') "...7„.„----- \ `•//� // •M / IENANCE: 1.IdAIN Inspect am sowwanle at least Weekly and after \\ .Fy �4 ` \ ` // 182 /// p i / ND CONIPDS OCK MAL W RATES accumulated sediment awl any debris as nowise to allow for adequate flow for umrencnae SoMd.or cks roLegea pesgn waneereKer (m)aT s(woncm)(Aso.m)(coo.m) lTsy so� 2. aura must be renlaceartaessee or each I Inch Or greater rainfall.Rernove \ \ \ ry.��••' EINFO E )O �1Z4_e I �_ SAC EAN���� - ACt ANCr 1 /�'i �S /// / / / ''''Pwy 8 PreSilt ot5ock/ML<„stnm(Gzl (�esrm) nSO Sm) (sus ) (i ) (sou I a 3. If pending.comes exoessive,the sill !- \ \ \\\ � • \ �// �•^�UTLEC \`CAS_ ACCE.SSAINIENAN �� / — 1 \/ /// / / / werk A,a I�*Age "," shall.inspe.c1 until land .(�a c au , n issoc ° waaaa \\ \ �� /� ` `\ ��—� __--.---=---- / �`� ' V / / / M a s %n s %n s m%a / .n measure nas a Bova \ �"� WETLANDS �� I. li / °ca, o+, �tae c c - pm .` .'.\.'.' `4_.� \.' EN SPAC�� �� _ __/ / SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ \\ \N \'`- T� >): _ % •pa — _ _ }— '� �� I r / / / 82 / .. I. .... .. is—.�_ NBA i• �_I/ ^l\ DATE: PAGE: ,,../---'' \ \ 20'SEWER EASE� �� —� t__i� / / � \ 1 I I I I I I / / / d� �_ — / / � _ _ � � \ \\\ I� i III/ / � % \ 1 if R ll Hou it HOUSE I �V nulls \ �� �_ / I 1111((/(V �.� �,� �. 1i � �, �_ — IIIC ----- ---- Rq 1 I I II a .: _RD, Ga why L , \ \ — —� 1 1' II I BReINLET EDeEprLDRe Notes: \ l IIIIII / 1.If needed Tree Protection fencing should bero installed radius the buffer zone,etwetlandre ` 1 / ,./) 11 boundary and/or around protected trees,provitlin9 a retlius of at least 1.25 feet for each I I\ �1)1 1 I I I I I I I Il\ LEGEND inch of trunk diameter. );, ) 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 1 \ / ' DIRECTIONFLOW — — schematic/diagramntigusandhave and lisle adjusted.k necessary,for placement at low points.If lots are J ) \ / \ // I III I I I I I I I I I / '/ contiguous and have tlMerent lane owners or builders,each lot should have individual SittSILT FENCE / / \ll \SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \ ENTRANCECONSTRUCTION septic system,It is the responsibility of the builder to ensure the installation M sediment I I1\ CURB INLET controlm ores does not impact the septic system and repair area(s). / / \ \ —` \ /— ��//l//IIII III I \� I �� d.Al least one sConsimction Entrance/Exit is b be installed per lot. / \ / 5.Waste bins and other areas dedicated for managing building material waste shall be at \ / II \� least 50 feet away from storm drain inlets or drainage dkches unless It can be shown that \� \ \ / no other alternative exists.If this separation cannot be achieved,these areas must be / / / \ / /�\ ...... /.— �� �� �— /� jiii I I 11 \\ \\\N. contained behind of Fence. _./ \ \ 6.Inlets downstream of disturbances should be protected streets should be swept when �/ sediment from the construction activity is present / �� —�..\NC-Environmenlal.jpeq T.Detailsfor Silt Fence,Silt Fence Outlets,Construction Entrances antl other measures era �_ _� j \ 7 : I provided on additional sheets.Erasion end sediment control details ere not drawn to scale. / —_ —TYPICAL LOT LAYOUT WITH CURB AND GUTTER / / _ — — / /\ — — / . \\\/\/�-\ \\ A DATE: PAGE: ■ AGC 1 of 2 / TOTAL DISTURBED ACREAGE: 0.32 ACRES •A� LOT EROSION CONTROL PLAN MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 13 0 /Aril Q' �3 General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once perweek minimum.The builder will insure that the construction activities on anyarticular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates,measures will be p p gpAPPLETON SOUTH QJ,\`C' / so'° relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. S f�n„% FOR * ^.•�^�'STD.�, "'• Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all /,�� • 4 S --±±,� objectionable materials spilled,washed,or tracked onto public roadways. DREAM FINDERS Atitsab < 'a S:R oisosv o.,.-.�. Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure y , : - that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. HOMES L L C •�! 5 un - , ;tip',•'] .'!, • SoddingThe sod should be properly maintained to insure that thegrass take holds in the areas beingsecured.The sod should be watered as necessaryto maintain adequate moisture in the mot zone and prevent dormancyof the sod.The sod should not be mowed to close,since this could inhibit adequate growth / ` �`,� Rb - P P Y q 'sJ� ,_'i-hl ss,p�,.*`O and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be SCALE: 1"= 100' JANUARY 2024 Construction: Maintenance: repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. 1.Clear the entrance and exit area of all vegetation,roots.and other objectionable 1.Per NCG-01 inspect at least once a week and after each l inch or GRAPHIC SCALE material and properly greve k. greater rainfall;make any required repairs immediately. Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed 2.Place the gavel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sedimento 0 mooch k. from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. - d 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 4.Use geotextile fabdcs in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled washed or Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all L� subject to seepage or high water table, tracked onto public roadways. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET ) 1 inch = 100 lit. CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 LAST SAVED:1/22/2024 10:0R AM LAST PLOTTED:1/22/2024 10:25 AM PLOTTED BY:Dennis Gilbert FILENAME:G\CURRENT JOBS\H Er H CONSTRUCTORS\24-1362-01 APPLETON ovum-EC\PLANS\APPLETON SOUTH EC-LOT 130WG